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HomeMy WebLinkAboutCD 2017-0003; KAISER PERMANENTE MEDICAL OFFICE BUILDING PARKING LOT EXPANSION; FINAL SOILS REPORT; 2020-11-16GEOTECHNICAL CONSULTANTS Carson 310.684.4854 | Concord 925.243.6662 | Rancho Cucamonga 909.989.1751 Rancho Cordova 916.631.7194 | San Diego 858.609.7138 | San Jose 408.362.4920 November 16, 2020 RMA Job No. 17-1321-0 Kaiser Foundation Hospitals – National Inspection Services 75 N. Fair Oaks Avenue, Parsons East, 1st Floor Pasadena, CA 91103 Subject: Compaction Report Kaiser Carlsbad Medical Office Building – Parking Structure Remodel 6860 Avenida Encinas Carlsbad, CA 92011 Project Number: W6413/CAP013486 A series of in place density (compaction) tests were taken within the subject site at the locations listed herein from March 29, 2019 to June 5, 2019. Field testing of the soil and base was by the direct transmission nuclear method, ASTM D6938. The maximum density - optimum moisture relationship was established in the laboratory by the ASTM D1557 test method. Field density tests were performed in conformance with previously submitted recommendations provided in the “Preliminary Soil Infiltration Testing and Pavement Structural Section Report” dated May 10, 2017, RMA Job No. 17-0497. A summary of the results of all tests performed is attached. The field density tests were taken at locations selected by our representative and do not constitute certification of compaction of the subject improvements. We have performed the tests, as previously described, in accordance to generally accepted soil testing practices. No other warranty, express or implied, is made. Respectfully submitted, RMA Group Slawek Dymerski, PE, GE Vice President - Principal Geotechnical Engineer GE 2764 ~ ;"~ RMAGroup Every Project Matters j www.rmacompanies.com GEOTECHNICAL CONSULTANTS APPENDIX A COMPACTION TESTS ~ ;~~ RMAGroup Every Project Matters I www.rmacompanies.com GEOTECHNICAL CONSULTANTS Kaiser Carlsbad Medical Office Building – Parking Structure Remodel November 16, 2020 Job No. 17-1321-0 Page A-1 MAXIMUM DENSITY – OPTIMUM MOISTURE RELATIONSHIPS: Material ID Test Method1 Description Maximum Density, pcf Optimum Moisture, % 1 M Light Brown Silty Sand 124.6 10.2 2 M Class 2 Base 126.0 9.2 1Test Method M – ASTM D1557 Maximum Density / Optimum Moisture (Modified) ~ ;"~ RMAGroup Every Project Matters j www.rmacompanies.com GEOTECHNICAL CONSULTANTS IN-PLACE DENSITIES: Test No. Date Item Tested2 Location Test Method3 Test Depth, ft Moisture, % Dry Density, pcf Relative Compaction, % Material Type Kaiser Carlsbad Medical Office Building – Parking Structure Remodel November 16, 2020 Job No. 17-1321-0 Page A-2 1 03/29/2019 FL Utility Trench, North West Corner of Parking Area, South West Corner of Property N 0.5 10.9 118.7 95.2 1 2 03/29/2019 FL Utility Trench, Parking Area, South West Area of Property N 0.5 4.3 123.6 99.2 1 3 03/29/2019 FL Utility Trench, South West Corner of Property N 0.5 5.1 123.5 99.1 1 4 04/01/2019 B Parking Area, South West Corner of Property N 0.0 8.8 124.3 98.7 2 5 04/01/2019 B Parking Area, North West Corner of Property N 0.0 9.7 120.4 95.6 2 6 04/01/2019 B Parking Area, South West Corner of Property N 0.0 10.6 123.1 97.7 2 7 04/03/2019 B Parking Area, North West Corner of Parking Lot N 0.0 9.6 120.8 95.9 2 8 05/19/2019 FL ADA Section, North West Parking Area of West Side of Property, Phase 2 N 0.0 6.4 121.7 97.7 1 9 05/19/2019 FL ADA Parking Area, North West Side of Property, Phase 2 N 0.0 8.1 120.4 96.6 1 10 05/19/2019 B ADA Section, North West Parking Area of West Side of Property, Phase 2 N 0.0 10.4 123.7 98.2 2 11 05/19/2019 B ADA Parking Area, North West Side of Property, Phase 2 N 0.0 11.9 122.5 97.2 2 12 06/05/2019 FL Parking Lot, North East Section of non ADA Area N 0.0 7.1 120.5 96.7 1 13 06/05/2019 FL Parking Lot, South West Corner of non ADA Area N 0.0 8.7 119.3 95.8 1 14 06/05/2019 FL Parking Lot, Center West Area of non ADA Area N 0.0 6.5 121.8 97.7 1 15 06/05/2019 FL Parking Lot, North West Corner of non ADA Area N 0.0 6.6 119.9 96.2 1 16 06/05/2019 B Parking Lot, Center Section of non ADA Area N 0.0 11.5 120.7 95.8 2 17 06/05/2019 B Parking Lot, South East Section of non ADA Area N 0.0 11.2 120.2 95.4 2 18 06/05/2019 B Parking Lot, North East Section of non ADA Area N 0.0 9.6 120.5 95.7 2 19 06/05/2019 B Parking Lot, North West Section of non ADA Area N 0.0 11.6 120.0 95.2 2 2Item Tested: B – Base FL – Fill 3Test Method: N - ASTM D6938 (Density of Soil In-Place by Direct Transmission Nuclear Method) ~ ;~~ RMAGroup Every Project Matters I www.rmacompanies.com